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Mr. Dan Bott <br />CITY OF SANTA ANA <br />• December 15, 2004 <br />Page 2 <br />Compared with the project description as analyzed in the traffic study report, the total <br />residential unit count has decreased 43 units (from 834 units to 791 units). The <br />restaurant use square footage has increased from 5,500 square feet to 8,600 square <br />feet. The retail use square footage has decreased from 8,000 to 5,300 square feet. <br />The additional single tenant office building includes a total of 10,000 square feet. <br />The trip generation calculation for the refined site plan is based on the most recent trip <br />generation resource report (Institute of Transportation Engineers Trip Generation Rates, <br />ITE 7th Edition). This is consistent with the calculations presented in the previously <br />completed traffic study report. Table 1 indicates the refined proposed site plan land use <br />trip generation rates. Table 2 provides a trip generation summary for the overall site. <br />As indicated on Table 2, the net project (the proposed project trips minus the <br />• demolished existing land use trips) generates approximately 3,117 trip-ends per day <br />with 411 vehicles per hour during the AM peak hour and 302 vehicles per hour dunng <br />the PM peak hour. Table 2 also presents the refined site plan trip generation in <br />comparison to the previously published traffic study report trip generation estimates. <br />Compared to the previously published trip generation, the current site plan daily traffic <br />volume decreases by 44 vehicle trips per day. The PM peak hour volume decreases by <br />2 vehicles per hour, while the AM peak hour volume has increased by 23 vehicle trips <br />per hour. This represents a 6% increase compared to the AM peak hour trip generation <br />included in the published traffic analysis. Most of this increase is attributable to the <br />increase in restaurant square footage in the proposed site plan. If a use similar to the <br />restaurant use being demolished (National Sports Grill) is located at this site, no AM <br />peak hour trip generation would be expected and the net result would be no increase in <br />AM peak hour trip generation. Alternately, if the National Sports Grill was replaced by a <br />new restaurant (consistent with existing zoning) that included a breakfast clientele, the <br />AM peak hour trip generation would actually decrease (given the reduction from 12,000 <br />• square feet to 8,580 square feet). <br />Resolution No. 2009-025 <br />Page 71 of 95 <br />